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'ON 133HS 83MV8(3 3WMN 311- , Sta. 7+65 Wallace Avenue \ RW Construction � Grind 2' Stump shall Sta 7+44 � 1" 13' 13' s� � � be paid under the Clearing Conform ECR Conf m Place Truncated Domes and Grubbing item of work. 94.48 0 o at Accessibility Ramp per R&D and grind N RSP A88A (Typ) be paid underental tthesshall Clearing cater 0 23,5w t Ray ow Conform and Grubbing item of work. N o Dwy Conform I I \ \ j W m / Dwy Conform cncn� 27,5 to R/W CE \ \ �� n I I I 25.5 to R/W C{ Dwy Conform + o W 23,5' to R/W coo I I ;u E +\ N Dwy Conform _ __-__ — — 110 /� 0° — + _ 23.5 to R/W Ct Dwy/ � m � � � ao D Conform I _ — o •p+ r �w23.5' to R/W Ct M -� M o 00 �, X41 40 M - , M �AT__ M M M V • M ______. _.___.____ _.. __.. ..-___._- __ - -_.7 -- � 20 y, _.-________-_.__ C'nWALLACE AVENUE EP N � � � ^'- WALLACE AVENUE _ cn N —3- ss ss ss ss ss ISIS ss ss ss ss ss ss ss �? lD sws 46 EP .P O O �vta--_ — — —— -- — 5 — ------- - -------- - _------ wM wm c0 r a r O 0 - �N,c c> I Dwy Conform ( I �+o SDI 94.00 + �� w I <o cn,i u' I 125.5' to R/W CL I Dwy Conform 1 t°o° N ➢ gD I Grat/ e w I rn o r -a 00 M 28.5 to R/W CL m 93.97 I I Dwy Conform I .(o o ECR 29.5 to R/W CL I +n Dwy Conform o 94.39 ,o / R&S Bricks at Brick 01(1 25.5' to R/W x G Walkway to resident Dwy Conform a Sto 7+57 25.5' to R/W CE R&D 4 Rosebushes shall Conform CG&S °c be paid under the Clearing 94,40 on rm and Grubbing item of work. 14' 13' Sta 7+87 Conform BCR 94.21 PLAN SCALE 0 20 40 �� SCALE IN FEET ASSUMED DATUM: ......... ......... ......... ......... ......... ......... ......... ......... .........:......... ....... TO FH Northeast Corner . Watev.:and..gas..lines...depths..and..locations-bre. i.........?....... ..... ..... ..... ..... ..... P ..... ..... ..... ..... ..... ..... .......,......... .........'......... .........'......... ....... of Wisconsin Avenue and oo p act s r :onsibility rofile It shall be the Coritr of s olp esp t protect all existing utilities .............. ..... ..... ..... ..... Mendocinooclno Avenue)=97.84 : 98 Stu 10+00 :.........:.........:.........:.........:.........:.........:.........'.........'......... .........'.........'. 9+6998 ......... .........:....... Elev--96.77 St' u i lev= .54 . Sta 5+• 0 5to 5+61 9+00 E Cn 0 Elev>95,58. (p EIev=95.76 Sta 6+00 i Stu 8+15 lev=:96.0 EIev-95.49 . '..... �I@�!-95„ ....... .........'.... �.... G Sta 3+00 . ... ;.. .... — Ex�stin Grade 9 Sta 7+00 mato 7+65 .._ .—. 7 Sic CL v-9 — Lt & R F _ - I Sia +10 : 95, E�e 5.29 .74%: -- 96 __ E ev=94. -------- --- ev 94,99 CK EI 93 New: Grade _. — - - - - ..: ....:...... j. 7/O.. _. __T. 0.3V..4.......... - —L-- ------ — tl. CO: 96 7. _--- { CD - --- - rtI -.___--- --=9u549e : 4 r -- • % L a.8o% t Gra �. i —tom% — — "_ -- 4— •387: _�.Dr. -- �— — II CD N.. _ _ - .. ..... .... Sta +69 Rt rr II 0.5D% -Q 0 _ _. _---t1 i..�.. .. .. EIev=96,2.} .........:.........:.........'.........'......... .........'....... Uj - -- - ° ; ca 94 Grade Bre k I I 2•l- _- -;- ,•.:. ) , o�� Stad8+623a(ECR Rt) :......... ......... ......... .......Sfa.. t .1. ... . . rade Break 0$ fi I I 5 8 Lt & Rt) G ........ o .... ..... EIev=95.04: n. st. .. +. ..( ..... ... 94 Elev=95,2 6 6 90 (Rt). ��.. :.........:......... .........: ........'.........'.........:......... .........:......... .............. . .: O : EIev=94.:70 I Grade Break .FL (Rt) Grade Break z :.....-.. ' i 7+t0 BCR Lt 4: (EC Lt) _ ...........................................................:....... to o a ....:...... ...... . . . ...... ... ... . ... .. ...... .� . �..... .. ....... ... { lei 94;so _ _ . E R z... 92 Reconstruct SDI . T 1. Recnnstru lev 95.0? YPe ) I: ct SDI (Type t) I v) ......... ......... .........:.........:......... .........:.........:... ..... ...5tn. .... ..... ..... .. ... z 7+?.3..(1.7...; .. Sta:7+90 {3s...Rt) O 92 = 0 _ _ .. ..... ..... ..... ..... _ ) - Grate Elev 94.1 Grate Elev : 93.97 W 10 Son taty Sewer I I Inv EIev = 92,00 - Inv :EIev 91.97 0 2 4 o .........:.........:.........:......... ......... ......... ................... .........:.........:... ss: ss :......... ....... .._.T� ss ss 9s _ 10anitoe....Sew VERTICAL ... ..... �`_ ss ss ss Y ewer s ss ss s n: ss I 10 San s= 55 � 90 SCALE IN FEET ss- ss I I : : ss — ss ss S5 nary Sewer v .......................................................SS.............. - .__�_�____ .. :.. ; .. SS .......SS SS ........................................:.........:.........:.........:.........: ..SS. ss u .......................................'................... ......... ss �..... ........ -__ ..r 90 0 20 40 ss . ss s5 ss ... ..... ... ..... r ss ss o ...SS SS : S5 55---r SS�• SS- HORIZONTAL :I I ss ss: Si �Z ............................. ......... ......... ............................... ...... .... SCALEIN FEET ..... ..... ..... ..... ..... ..... ..... .......:.........'....... ..... ..... o LJ 3 STA. 5 6 7 8 9 10 Z DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SCALE WEST COUNTRY CLUB RECONSTRUCTION, SINO.T TOTAL SHEETS w ”/06 COUNTY OF SAN JOAQUIN PLAN AND PROFILE �ofwa 0 mr 3/07 �,cr 1 /,rl Q o7 MA.S. y/„/ AS SHOWN PHASE 3 ,D ,2 a FILE NAME DRAWER S E N0. ACAD REVISIONS DATE •\awrcr�mo�r.coMrr a.n.aWsr\ roc a vnl \an\roe r ti,u na,